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<br /> 4 SUBGRADE EXCA V A TION CY J75 4.45 280.00 1,246.00 280.00 1,246.00
<br /> 5 SELECT GRANULAR BORROW. CV CY J75 7,00 2BO.00 ],960.00 lBO,DO J,960.oo I
<br /> 6 SUBGRADE PREPARATION RDST A , 150.00 0,00 0,00 0,00 0,00
<br /> 7 TOPSOIL BORROW - CV CY 80 6,00 0,00 0,00 0,00 0,00
<br /> 8 AGGREGATE BASE -- CLASS SA TN 475 7.50 464.93 3,486.98 464.93 3,486.98 I
<br /> 9 MILL BITUMINOUS SURFACE SY 90 2.50 0,00 0,00 0,00 0,00
<br /> 10 TIPE 4lA BITUMINOUS WEAR COURSE TN 90 25.00 D.OO 0,00 0,00 0,00
<br /> LI TIPE 3tB BITUMINOUS BASE COURSE TN 105 26.00 101.88 2,648.88 10].88 2,648.88 I
<br /> 12 2. BITUMINOUS DRIVEWAY P A VEMENI SY L10 10.00 0,00 0,00 0,00 0,00
<br /> 13 BITUMINOUS FOR TACK CQAT GAL 50 LOO 0,00 0,00 0,00 0,00
<br /> 14 4. CONCRETE WALK SF 90 3.0& 0,00 0,00 0,00 0,00 I
<br /> 15 8618 CONCRETE CURB & GUTIER LF 800 7,90 713.00 5,632.70 713.00 5,632.70
<br /> 16 6" CONCRETE DRIVEWAY PAVEMENT SY 0 30.76 0,00 0,00 0,00 0,00
<br /> 17 6' CONCRETE DRIVEWAY APRON SY 50 30_76 0,00 0,00 0,00 0,00
<br /> " CONCRETE PAD - 4' WIDE EA 1 330.00 0,00 0,00 0,00 0,00 I
<br /> 19 INLET PROTECTION EA 2 82.50 2,00 165.00 2,00 165.00
<br /> 20 SODDING, TYPE LAWN & BOULEVARD SY 900 1.47 0,00 0,00 0,00 0,00
<br /> 21 4~ PERFORATED HDPE PIPE DRAIN WIlli LF 800 5.50 476.00 2,618.00 476.00 2,618.00 I
<br /> TYPE I GEOTEXTILE SOCK
<br /> 22 DRAIN TILE CORE CONNECTIONS EA 2 16.~.OO 2,00 330.00 2,00 330.00
<br /> 23 CONSTRUCT MANHOLE. STORM 48" DIA. EA I 1,100.00 0,00 0,00 1.00 1.100.00 ..
<br /> 2' CONSTRUCT CATCH BASIN, 24" x 36" EA 1 925.00 0,00 0,00 1.00 925.00
<br /> 25 ADJUST FRAME AND RING CASTING EA 2 ]25.00 0,00 0,00 0,00 0,00
<br /> 26 ADJUST VALVE BOX EA 1 75.00 0,00 0,00 0,00 0,00
<br /> 27 TRANSPLANT2~EVERGREEN EA 1 200.00 0,00 000 0,00 0,00 I
<br /> SCHEDULE 3.0 PASCAL A VE:\1JE-TOTAL 20,36.5.06 22,810.06
<br /> SrHF.nm F. 4 0 Md~RArKF.N 1 ANF. I
<br /> 1 SALVAGE & REINSTALL FLARED END SECT. EA 1 412.50 1.00 412.50 1.00 412.50
<br /> 2 REMOVE FLARED END SECTION EA 1 110.00 0,00 0,00 1.00 1lO.oo I
<br /> 3 REMOVE CONCRETE CURB & GUTTER LF 200 2.50 0,00 0,00 212.00 530.00
<br /> 4 COMMON EXCA V A TION (P) CY 140 4.45 140.00 623.00 140.00 623.00
<br /> 5 SUBGRADE EXCAVATION CY 0 4.45 0,00 0,00 0,00 0,00 I
<br /> 6 SELECT GRANULAR BORROW - CV CY 0 7,00 0,00 0,00 0,00 0,00
<br /> 7 SUBGRADE PREPARATION RDSTA 6 150.00 6,00 900,00 6,00 900,00
<br /> 8 TOPSOIL BORROW - CV CY 50 6,00 0,00 0,00 0,00 0,00
<br /> 9 AGGREGATE BASE "- CLASS 5A TN 30 10.00 0,00 0,00 0,00 0,00 I
<br /> 10 MILLED BITUMINOUS/SALVAGED CLASS 5 CY JlO 8.4.'i 3[0.00 2,61950 3LO.00 2,619.50
<br /> II MILL BITUMINOUS SURFACE SY 50 2.50 0,00 0,00 0,00 0,00
<br /> 12 TYPE 41A BITUMINOUS WEAR COURSE TN 200 24.00 169.51 4,068.24 169,51 4,068.24 I
<br /> 13 TYPE 318 BITUMINOUS BASE COURSE TN 250 23.00 243.51 5,600.73 243.51 5,600.73
<br /> 14 2" BITUMINOUS DRIVEWAY PAVEMENT SY 125 10.00 0,00 0,00 0,00 0,00
<br /> 15 BlTUMINOUS FOR TACK eOA T GAL 100 1.00 100.00 100.00 [00.00 100.00 I
<br /> 16 SURMOUNT ABLE CONe. CURB & GUTTER LF 200 13.20 42.00 554.40 254.00 3,352.80
<br /> 17 6" CONCRETE DR[VEWAY PAVEMENT SY 18 30.76 0,00 0,00 0,00 0,00 ..
<br /> IS INLET PROTECTION EA 2 82.50 2,00 165.00 2,00 165.00
<br /> 19 SODDING, TYPE LAWN & BOULEVARD SY 800 1.47 0,00 0,00 0,00 0,00
<br /> 20 EDGE DRAINS LF 950 5.50 0,00 0,00 1.l35.00 6,242.50
<br /> 21 EDGE DRAIN CORE CONNECTIONS EA 2 [65.00 2,00 330.00 2,00 330.00
<br /> n: \clerical\520\52oo68#2.XLS PAGE 3 520-068-30 I
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